چکیده مقاله
This paper develops an optimal probabilistic seismic demand model PSDM for pile supported wharves whit batter plies Here, four bins with twenty non near field ground motions and 3 typical pile supported wharf structures from western United States ports are used to determine an optimal PSDM by Probabilistic seismic demand analysis PSDA PSDA is used to compute the relationship between engineering demand parameters EDPs and earthquake intensity measures IMs An optimal PSDM should be practical, sufficient, effective, and efficient all tested through several IM EDP pairs For these structures, the optimal model comprises a spectral IM, such as spectral acceleration and one of several EDPs These EDPs are considered for local moment curvature ductility factor , intermediate displacement ductility factor and horizontal displacement of embankment , and global differential settlement between deck and behind land response quantities The considered PSDM can be used in probabilistic framework for performance based design developed by Pacific Earthquake Engineering Research PEER center
کلیدواژهها
نویسندگان
Rouhollah Amirabadi
Ph D Student
Khosrow Bargi
Professor
Moharram Dolathsahi Pirouz
Prof Assistant
Hamid Heidary Torkamani
Rouhollah Amirabadi Ph.D. StudentKhosrow Bargi ProfessorMoharram Dolathsahi Pirouz Prof. Assistant
شیوه ارجاع
Amirabadi, Rouhollah and Bargi, Khosrow and Dolathsahi Pirouz, Moharram and Heidary Torkamani, Hamid,1391,Probabilistic Seismic Demand Models for Pile-Supported Wharf Structures With batter Piles,9th International Congress on Civil Engineering,Isfahan
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